COMPOSITE BEAM-COLUMNS PERFORMANCE BASED ON NONLINEAR FIBER AND FINITE ELEMENT ANALYSIS
Results obtained from nonlinear fiber analyses (FA) and finite element analyses (FEA) for concrete-filled-tubes (CFT) are discussed. These analyses, based on the assumed stress-strain material curves, member slenderness, initial imperfections, and material and geometric nonlinearities, etc., were aimed at assessing primarily the overall behavior on these structural elements as a prelude to a large full-scale testing program. Some results are compared with those obtained from AISC (2005) or analytical equations published in the literature. Fiber and finite based results show a compatible correlation with the expected element behavior, which is also captured in the current 2005 AISC Specifications and 2005 AISC Seismic Provisions.
CFT Concrete Filled Tube Composite Beam-Column Fiber Finite AISC
T. Perea R.T. Leon
Dept. of Civil and Structural Engineering, Georgia Institute of Technology. USA
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）